Specifications include, but are not limited to: 1 Non-Normal Hours Mobilization 5 DA 2 Milling Exist. Asphalt Pavement (0” to 4” Ave. Depth) 145000 SY 3 Milling Exist. Asphalt Pavement (>4” to 8” Ave. Depth) 10000 SY 4 Milling Exist. Asphalt Pavement (>8” Ave. Depth) 1000 SY 5 Roadway Base Repair/Pavement Restoration (Inc. 10” Limerock Base/2” SP-12.5 Traffic Lv C PG 67-22) 5000 SY 6 Removal of Unsuitable Material (Inc. Removal and Replacement with Select Material A-1 Sand or A-3) 1500 CY 7 Utility Valve Adjustment (Inc. Lower/Raise) 425 EA 8 Utility Valve Adjustment (Inc. Raise Only) 150 EA 9 Manhole Adjustment (Inc. Lower/Raise) 450 EA 10 Manhole Adjustment (Inc. Raise Only) 175 EA 11 Asphalt Tack Coat (Emulsified Asphalt RS-1) “In Place” 17500 Gal 12 Asphalt Tack Coat (Emulsified Asphalt AEP-1) “In Place” 50 Gal 13 Asphalt Rubber Membrane Interlayer “In-Place” 50 Ton 14 Warm Mix Asphaltic Concrete (WMA) “In-Place” (Type SP-9.5/SP-12.5, RAP, Traffic Lv C PG 67-22) 200 Ton 15 Type SP-4.75 Asphaltic Concrete “In-Place” (Non-RAP, Traffic Lv C PG 67-22) 200 Ton 16 Type SP-9.5/SP-12.5 Asphaltic Concrete “In-Place” (RAP, Traffic Lv C PG 67-22) 25000 Ton 17 Type SP-9.5/SP-12.5 Asphaltic Concrete “In-Place” (Non-RAP, Traffic Lv C PG 67-22) 200 Ton 18 Type FC-9.5 Asphaltic Concrete “In-Place” (RAP, Traffic Lv C PG 67-22) 200 Ton 19 Spot Paving Type SP-4.75 “In-Place” (0-100 Tons Total, Non-RAP, Traffic Lv C PG 67-22) 100 Ton 20 Spot Paving Type SP-9.5/SP-12.5 “In-Place” (0-100 Tons Total, RAP, Traffic Lv C PG 67-22) 100 Ton